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RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10, -811 (2) 16d TOENAILS 2" X 8" @ 16" O.C. 113'41 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5-1 (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1 (2) 16d TOENAILS 2" X 6" @ 24' - O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111._011 (2) 16d TOENAILS 2" X 10" @ 24" O.C. 1T-01- (3) 16d TOENAILS 2" X 12" @ 24" O.C. 151.4" (1) USP HTW20 OR (3) 16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + _,-++++++++++++++++++++++++ + ++- + + 44- + -4- + + + 4 + + b + + + + 4 . . . . . . . . . . . (G . . . . . . . . . . . . . . . + 44- + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + 1-01. (TYP,) + + 6-10" 61-01. + + +/ + 4 + . . T + . . + + + + + + + + 4 W + + . . /, . . +\ + + + + 15/32" CDX _J M + 4 < + + + + + + + + PLYWOOD OR + + + 7/16" OSB 4- + . . . . . . + + + + + + + + + 4- + + 4 + /�+ . . . . . . . . + . . . . + + + t . . . . . .... . . . . . L . . + + 4 + . . . . . . 4- -4- 4- .� + . \-RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6- O.C. & 8d RING SHANK NAILS @ 6"O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING §HANK NAILS 0.1 13x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 X _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber 1 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL STD. 90* HOOK BOND BEAM . ......... ... W ........ . ........ ........ .... EE �<, STD. 900 .... F-7 CONT. #5 CONT. #5 K HOO ... BAR BAR . . E #5 CONT. 7 4, ....... ........ t ................. ... ...... ........... .......... FROM .,. IF FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKINGrrJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. gap 2" " max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stifle ler 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor column w/ loads N.T.S. higher than 15GOlb SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls 0 over squash=20 blocks and require additional wall or beam below.* w consideration. Check local building code for appropriate details in One 10d box areas=20 of high 6 or=11 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Provide adequate bearing for each lapped joist. 10d nails SECTION INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see NOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges reb Stiffener Fastener Schedule Joist B aring Location Series Depth End Intermediate I BCI 5000s� 9-1/2" 11-7/eZ-_8_d_ 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000SO BCI 6500S'9 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d i 5-8d 16" 2-8d 6-8d BCI 60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI g0s@ 11111 _-7/8" 3-116d 3-16d 14" 5-16d 5-16d 6-16d 6-16d . BLOCKING PANEL, INTERIOR Vertical load transfer =1 900 plf max. along bearing wall Required on interior walls for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or ................ beam below Load bearing wall must stack over blocking and wall or beam below.* Joist = J 'oc When joists meet over wa I I, provide Woist can be offset 13/4" minimum bearing for each. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. BE CUT ANYWHERE IN AlY2' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES CANTILEVER LARGER THAN THE WEB. PROVIDE AT 7= CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" LEAST 3" OF CLEARANCE ROUND IN 1'-1 1 T-Z' I �-Z' 1 �-3' V-3' V-7 V-11"I 2�4' 1 Z-9- 3-Z' 1 3-7- Any 16'jdst 12 I'-U' 1!4' 1'-Z . 1�-Z' V-3' 1'-9' 2L4' 2-11" 3-7 4!-Z' 4-9' 64 16 1,--a, i �-r 11 �-2. �-Z, 1�-7 2-61 3-21 3�10" 14-9* 1 .9-7 6-4' -T-Z' 20 T-a'IV-11"11-2' �-Z' 2-a' 3-9' 49' 4-101,16-11"IEY-11" 7�-111'1 &_111 11 24 l-4Y' I 1�4' 1 1 L3!' Z-S' , 3-7 4-9' 9-10" 1 T-2- I R-&' 9-6' 110'-9', NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THElY2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Joist hanger USP MUC 110 5/8 THRU BOLT us ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10- 1 Od nails. nstall tight to top flange. T-4 SLEEVE THRU STEM 4 SEE PLAN FOR--' 4 I . . . 4� FOUNDATION INFO STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4%2" gap — Backer Block,, "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffeners are not required when top if hanger flange is laterally supported by joist hanger. oesn't meet height / teb stiffner as equ ired requirements �-0.6 X Joist depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN /"vu uniAar_,+ rvt, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 11030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ Pl�E PENETRATION� 4- 5 1111 �� A 'I t 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE Or' A 4 0. — ... .. 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ Pl�E PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE rr— 'A AI A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE Fl- 4 A,. 4 A-4 . A .1 A A F SEE FND. PLN. SIZE & REINF. me 0 77 (0 < & C: MN S) a_ a) LO U) 0 -2 CR 'a LL C: �� V) j2 -d 04 6 r- C Ca V) . 0 02 z n 00 (0 U (0 0 LU V) Ul) E om 0 r- C) y') -C, co 2 LU E 0 - c-, CO M .10 cc) q at's c -2 a) a) M U_ F� 6 (60 0 cn cL 6 0 0 im 0 CL U) < LO B D 11 C B D C X r, oil 7Z C=) 0 6 C, Co Lit! Co im U <, ku If, �< LL LL U In" VIM �Xm 91, P ; E SS\C' LLI ��;R �J 111"11% 3C 0% El III To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. CD Z r-4 0 14 (Jo —=) Q0 c) 4 > Ln M Z 14 ry) C:) C) 4-.r r,-% U-) f0 Lr) < in Ln 0 a) — LO CL LL Icy- U ca. OC) z < z E z LU C:) _J C:) W �.D 0, zg "y WL 0 80 , R, 0� z 0' U z < z z 8 Z @ Nl_ LU 8W Ln Z Z >_ 0 z z 0 z z 0 -0 M 4 ro < 0 0 > A U lu- C', Zo < 1- -4 " � CU) 5 02 5 M- Cn 0 < Ln r,4 i:_u 0 ce z C2 z LU r_4 Ln 8,2 z di 0 0 0 LU c) l*_1 < < z Ln Z < W z = Cy 0 Z z LW r-) I I T__q 0- Ul) SCALE AS NOTED DATE 2/24/2014 TECH: ERAND VERSION NO 10 SHEET NO. S N 1 J.; 7--